ST0502A-LR150213(; I . GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
E I -CCINSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
- - - ----------
Report Date: February 13, 2015 Date Concrete Placed: September 18,2014 Standard 6`xl2" CNlinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square inches
Pro , ject: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 55
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant Argos #111
Location of Placement: retaining wall F' -stems STA
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (l,bs/CuYd)
Mix Number:
Cement:
Flv Ash:
Coarse Aggregate:
Intermediate Aggregate
Fine Aggregate:
Admixtures:
2
Added Water:
1083 Time Sample Batched:
2:52 PM
Time Sampled:
):")OPM
Sample Location:
retaining; wall -steins STA
Truck / Ticket No:
4005 /1493373)
Temperature:
7
Ambient Range:
88 OF
Concrete Range:
90 OF
Slump Range (inches):
4.5
Weather Conditions:
Mostly Cloudy
Time Started:
9:30 AM
0 Time Completed:
12:00 PM
Sample Air Content (%):
2.6
Total Cubic Yards Placed:
17
Reauired Strength (Lbs./sci.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.ln.)
Remarks
FPP 189
7
9/25/14
147,900
5,230
EPP 190
28
10/16/14
150980-F
5,340+
4.5
FPP 191
28
10/16/14
150840+
5,340+
FPP 192
F1
Flold
I
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Rick Odell <ROdell(�icoppellifx.gov>
Mr, Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarzagcoppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmesgtripinc.corn
Mr, Francisco LUyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdl)uilderspi-.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
All letters and reports are for the exclusive use of the Client to Whom they are addressed and shalt not be reproduced without the Full approval of GEE Consultants, Inc.The use of out name MIN
receive our pnor wituQn approval. Out letters and reports apply only to the sample tested andlor observed and are not necessarily indicative of the quantities oi-apparently identical or sumlar pwduc(,
(; I . GEOTECHNICAL ENGINEERING
E I -ENVIRONMENTAL CONSULTING
E i -CONSTRUCTION MATERIALS TESTING
%AE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 (:)14) 352-5433 •Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: February 13, 2015 Date Concrete Placed:
Client: City of Coppell
Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd.
contractor: CD Builders Inc.
Concrete Supplier and Plant: Argos #1110
Location of Placenient: Pavement North bound
November 20, 2014 Standard 6"x12" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inclics
Concrete Report No.: 87
Project No.: 214-0144
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number;
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate
Fine Aggregate:
Admixtures;
2
Added Water:
1253 Time Sample Batched:
10:36 AM
Time Sampled:
11: 15 AM
Sample Location:
Sta. 6+40
Truck / Ticket No:
4035 /1530066
'Temperature:
7
Ambient Range:
64 of
Concrete Range:
64 °F
Slump Range (inches):
2.0
Weather Conditions:
Mostly Cloudy
Time Started:
7:20 AN4
0 Time Completed:
4:00 PM
Sample Air Content
3.8
Total Cubic Yards Placed:
110
Reamired Strength (Lbs./so.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.ln.)
Remarks
EPP 345
7
111/27//14
116,800
4,130
FPP 346
28
12/181/14
129140+
4,570
2.0
FPP 3 )47
28
12/18/14
132960-1-
4,700
EPP 348
I'l
[told
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP/RGherwise) I
ASTM C-31, C-39, C-143
(Unless Noted (")t
Remarks and/or Distribution:- None
cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-3043570
Mr, Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: NIGarza(a)coppelltx,gov
Mr, Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@Anpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: ffidyando@cdbuilderspr,com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
All leateis and jettoits are Cor the eXCIUSIVe Use Ot'the ChLaa to ii,110111 they are addressed and shaft not be tcra0dUced W1010LO the Fall apf)IONal of GH-'' Consultants. [tic Thuse of out name must
receive our prior written appioval. Our ertins and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products
(; I . GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING
E -CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive « Dallas, Texas 75229 • (214).352-5433 • Fax (214) 352-6972
REPORT OF C'ONC'RETE MIX OBSERVATION
Report Date,
Client:
Pr(&ct:
Contractor:
('oricrs to Supplier and Plant:
Location of Placement:
February, 13, 2015 Date Concrete Placed: December 4, 2014 Standard 6"x12" Cylinders
City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Freeport Pkwy from Ruby Rd. to Sandy Lake Rd, Concrete Report No. 97
CD Builders Inc. Project No.; 2 14-0 144
Argos #105
Driveway 10 meadian crossing STA32+38to32+77
MATERIALS
Source
SSD Batch Wts. OBSERVATION DATA
Compressive Strength
(Lbs./Sq,ln.)
Remarks
Description
(l,bs/CuYd)
7
Mix 'N'unther:
1273
'['line Sample Batched:
12:11 PM
Cement:
T`ime Sampled:
12:50PNI
Fly Ash:
5,500
Sample Location:
FPP 383
Coarse Aggregate:
28
Truck / Ticket No:
7098 /1537152
li-itermediate Aggregate:
Temperature:
H
Hold
Ambient Range:
63 ')F
Fine Aggregate:
Test Methods Utilized
Concrete Range:
70°F
Admixtures!
(Unless Noted Otherwise)
Slump Range (inches):
4.0
Weather Conditions:
Cloudy
2
Time Started:
10:00 AM
Added Water:
0
'rime Completed:
2:45 PM
Sample Air Content (%):
3.6
Total Cubic Yards Placed:
40
Rennired Strength (Lbs./so-in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq,ln.)
Remarks
FPP 381
7
12/11/14
127,580
4,510
FPP 382
28
1/l/15
155,420
5,500
FPP 383
4
28
lit/15
155,500
5,500
FPP 384
H
Hold
I
I
I
Test Methods Utilized
Fracture Regular
Cylinders Made fly: CP
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- Now
cc: Rick Odell <ROdeIICtcoppeIItx.gov>
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza(&oppeIItx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: tarholmes@tripinc.corri
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbLiilderspi-.com
,14,41K
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: I-, "e"11_41c"C",
All letters and reports ate for the e:clllslvc use of the Client to '010til they—are addressed and shall not be reproduced without the full approval of GEE Consultants. Inc The use of out rianic mu,!
receive our prior written appoval. Our ferrets and reports apply only to the sample tested and/or observed and are not necessarily indicative Ofthe quantities of apparently identical or siouhi products.
C; I - GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
E I -CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10 46 Monroe Drive Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date:
Client
project
Contractor:
Concrete Supplier and Plant:
Location ot'fllaccnicnt:
February 13, 2015 Date Concrete Placed: December 5, 2014 Standard 6'x12" Cylinders
City of ' - Coppell Cylinder Cross-sectional Area: 28.27 square Inches
Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 98
CE) Builders Inc. Project No.: 214-0144
Argos #105
N end Median North Side
MATERIALS
Source SSD Batch Wts.
OBSERVATION DATA
Compressive Strength
(t,bs.//Sq.1n,)
Remarks
Description (I.bS/CuYd)
7
Mix Nurnber:
1273
Time Sample Batched:
10:36AM
Cement:
Time Sampled:
11:20AM
Fly Ash:
4,500
Sample Location:
N End median N Half
Coarse Aggregate:
28
Truck / Ticket No:
4035 / 1538080
Intermediate Aggregate:
Temperature:
H
Hold
Ambient Range:
68 "F
Fire Aggregate:
Test Methods Utilized
Concrete Range:
70OF
Admixtures:
(Unless Noted Otherwise)
Slump Range (inches):
4,0
Weather Conditions:
Partly Cloudy
2
Time Started:
9:00 AM
Added Water:
0
Time Completed:
12:15 PM
Sample Air Content (%):
31.0
Total Cubic Yards Placed:
40
Required StrenLyth (Lbs.1/sa.in.):
3600
spColnell
Number
Measured
Slump (ill.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(t,bs.//Sq.1n,)
Remarks
FPP 389
7
12/12/14
81,600
2,890
FPP 390
28
1/2/15
127,220
4,500
FPP 391
4
28
1/2/15
127,860
4,520
FPP 392
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made BY: BS
ASTM C -3L C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Rick Odell <ROdell(&
/coppelltx.gov>
Mr, Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarzaq(coppelltx.gov
Mr. Mitch Holmes - 'Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholines0atripinc.com
Mr. Francisco L,Llyando - (_'D Builders, Inc.. Phone: 787-688-8207; via E-mail: fluyando(c�cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: X
All letters and reports are for 1he exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of GEE. Consultants, Inc. The use of our name Must
receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar PlOdUCtS
G1 -GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
E 1 -CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 (2 14) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and plant:
Location of placement:
February 13, 2015 Date Concrete placed: December 9, 2014 Standard 6"x12" Cylinders
City 01-Coppell (Minder Cross-sectional Area: 28,27 Square Inches
Freeport Pkwy from Ruby Rd. to Sandy take Rd. Concrete Report Na: 101
CD Builders Inc, Project No.: 214-0144
Argos 91 10
Pavement North bound STA 8+00
MATERIALS
Source / SSD Batch Wts.
OBSERVATION DATA
Compressive Strength
(Lbs,/Sq.1n.)
Remarks
Description (Lbs/CuYd)
7
Mix Number:
1253
Time Sample Batched:
8:14 AM
Cement:
Time Sampled:
9:45 AM
['1\ Ash:
5,500
Sample Location:
North bound STA 84-00
Coarse Aggregate:
Truck / Ticket No:
5048 /1539776
Intermediate Aggregate:
Temperature:
line Aggregate:
1/6/15
Ambient Range:
41 `F
FPP 404
Concrete Range:
62 OF
Admixtures:
Slump Range (inches):
7
21/4
Test Methods Utilized
Fracture Regular
Weather Conditions:
Fog
2
Cylinders Made By:
Time Started:
8:45 AM
Added Water:
0
Time Completed:
1:15 PM
Sample Air Content
4.6
Total Cubic Yards Placed:
20
Reattired Strength (Lbs./sa.in.):
3600
Specimen
Number
Measured
Slump in.
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs,/Sq.1n.)
Remarks
FPP 401
7
12/16/14
115700+
4,090
FPP 402
28
1/6/15
155,540
5,500
2.1/4
FPP 403
28
1/6/15
156,220
5,530
FPP 404
11
Hold
Test Methods Utilized
Fracture Regular
CP
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By:
Remarks and/or Distribution:- None
cc: Rick Odell <ROdcII('A,!coppeIltx.gov>
Mr. Michael Garza - City ofCoppell, Phone: 972-304-3679; via E-mail: MGarzaCoicoppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via F, -mail: mholmesCq7tnpinc.com
Mr. Francisco L,uyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluvanclo@cdbuilderspr.com
(SEE Consultants, Inc. TBISE Firm: F-3212 Reviewed by:
All leucis and reports are for the exclusive use of the client to Wheat they are addressed and shall not be reproduced without the full approval of GEF Consultants, Inc, I he USC Of 0111 name must
receive out pion written approval, Out Icurcis and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products
m�� |
°�]EOT�CHW|{ALENU[NEE0NC
�~� |
E | -CONSTRUCTIONMATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972
���` �IXOBSERVATION
__—_ __ _ —_ CONCRETE
Report Date: February 13, 2015 Date Concrete Placed:
c!ien ity of Coppell
mcjecl� Freeport Pkwy from Ruby Rd. toSandy Lake Rd.
c^owcun: CD Builders Inc.
Concrete Supplier and Plant: Argos #|l0
Location ol'I'lacernent: Pavement North bound STA9+10
Mix Number:
C'ement:
FIN, Ash:
Coarse Aggregate:
Intermediate Aggregate
Fine Aggregate:
Admixtures:
2
Added Water:
December 9, 2014 Standard 6"xl2" C�Iindcrs
Cylinder Cross-sectional Area: z8.z7Square Inches
Concrete Report uo.: 102
Project mu:2\4-0\44
8om" SSD B��c / Wt
s. . OBSERVATION DATA
Description ([bs/CuYd)
1253 Time Sample Batched:
10:40 AM
Time Sampled:
11:20 &M
8ump|c Location:
North 6000J STA 9+10
Truck / Ticket No:
6022/ 1540019
'Temperature:
7
Ambient Range:
4D"[
Concrete Range:
64 OF
Slump Range (inches):
2.5
Weather Conditions:
Fog
Time Started:
AM
0 Time Completed:
9M
Sample Air Content (%):
3.6
Total Cubic Yards Placed:
llO
Rcoui,cJStr,nuth (Lho/ouin]:
3600
Specimen
Number
Measured
Slump (in.)
Age
(Da� S)
Date
Tested
l'otal Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
FPP 405
7
12/16/14
115000+
4,070
FPP 406
28
1/6/15
145,640
5, 150
FPP 407
2.5
28
1/6/15
146,940
5,200
FPP 408
tj
Hold
Test Methods Utilized
Fracture Regular
(..�Iinclers Made 11\� CP
ASTM C-31, C -39 C,-143
(Unless Noted Othemise)
Remarks and/or u.mnomxm:'None
cc: Rick Odell <kOdc gov>
Mr. Michael Gorzn-Chy of Coppell, Phone: 972-304-3679; via E-mukMGarza(iDcoppe11
�ov
Mr. Mitch Holmes ' Teague, Nall & Perkins, Phone: 432-3|2'4285;via B-mu|:mhohnco@¢npinuzom
Mr. Francisco Luyundu - CD Builders, Inc., Phone: 787 -688 -*207; via E-mail: Ouyondo@odbu||doupr.uom
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
�
All letters and ieports are for the exclusive use ofthe client to whorn they ate addressed and shall not be repioduced without the full approval of GFE Consultants, Inc. Fhe use ofour nalne must
receive our prior written appioval, Our letters and tepoos apply only to the sample tested and/or observed and are not necessarily indicative ofthe quantities ol'appajently i(leiiiical ca sinular PlOdUCIS
INICAL ENGINEERING
VIR0NM[NTAL CONSULTING
* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, 'Texas 75229 (214) 352-5433 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
- ----------
Report Date: February 13, 2015 Date Concrete Placed: December 10, 2014 Standard WxIT' Cylinder,,,,
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Pro , ject: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 103
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: Argos #I 10
Location of Placcruent: South approach slab stage I Jarge pilaster (column); small pilaster
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Ibs/CuYd)
Mix Number: 1251
Cement:
FIN Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
2
A(IciQd Water: 0
Time Sample Batched:
9:24 AM
Time Sampled:
10:10 AM
Sample Location:
Compressive Strength
(Lbs./Sq.ln.)
Truck / Ticket No:
7098 /1540835
Temperature:
7
Ambient Range;
49 OF
Concrete Range:
64 OF
Slump Range (inches):
4 1/4
Weather Conditions:
Cloudy
Time Started:
9:00 AM
Time Completed:
2:30PM
Sample Air Content (%):
3.6
Total Cubic Yards Placed:
70
Required Strength (Lbs./sa.in.'):
4000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
'rotal Load
(Lbs.)
Compressive Strength
(Lbs./Sq.ln.)
Remarks
FPP 409
7
12/17/14
129840+
4,590
FPP 410
28
1/7/15
155,490
5,500
4 1141
FPP 411
28
1/7/15
155,620
5,500
FPP 412
14
[fold
I
I
I
Test Methods Utilized
Fracture Regular
Cylinders Made By CP
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Rick Odell <ROdell(c coppelltx.gov>
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: rnholmes@tnpinc.corn
Mr. Francisco I,uyando - CD Builders, Inc., Phone: 787-688-8207. via E-mail: fluyando@cdbuilderspr.corn
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
All letters and ieporls are for the exclusive rise of the client to "110111 they are addressed and shall riot be ietrodUCCd W10101a the full approval of GFF Consultants, hic The use of ow' name trust
receive our prior written approval. Our letters and reports apply oil]\, to the sample tested atid/ot observed and are not necessarily indicative of the quantities ol'apparently identical or similar products.
G1 -GEOFECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
E I - CONSTRUCTION MATERIALS TESTING
GEE C1nsultan4s Inc.
"If
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 0-
Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: February 13, 2015 Date Concrete Placed
Client: City 01 F
Coppell
Pro , jecc Freeport Pkwy from Ruby Rd. to Sandy Lake Rd.
Contractor: CE) Builders Inc.
Concrete Supplier and Plant: Argos #110
Location of'Placement Piers bridge stage 2,
January 27,2015 Standard 6"x12" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Incites
Concrete Report No.; 124
Project No,: 214-0144
MATERIALS Source
Description
SSD Batch Wts. OBSERVATION DATA
(Lbs/CuYd)
Age
(Days)
Mix Number: 1083
Time Sample Batched:
9:55 AM
Cement:
Time Sampled:
10:50 AM
Fly Ash:
Sample Location:
piers I-G;I-N;I-M
Coarse Aggregate:
Truck / Ticket No:
9027 /1560985
Intermediate Aggregate:
Temperature:
2/24/15
Fine Aggregate.
Ambient Range:
60 `F
AdmiXtUres:
Concrete Range:
61 OF
2/24/15
Slump Range (inches):
4
I
Weather Conditions:
Sunny
2
'Time Started:
7:00 AM
Added Water: 0
Time Completed:
5:30PM
Regular
Sample Air Content (%):
4.6
(Unless Noted Otherwise) (Unless
Total Cubic Yards Placed:
'70
Renuireci Strength H.h- 1,n in h
16011
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.ln.)
Remarks
FPP 49' )
7
2/3/15
104,740
3,700
HIP 494
28
2/24/15
FPP 495
4
28
2/24/15
FPP 496
H
Hold
Test Methods Utilized
Regular
ASTM C-31, C -391 C-143
(Unless Noted Otherwise) (Unless
Cylinders Made By: CP
Remarks and/or Distribution:- None
cc,- Rick Odell <ROdell(a)//coppcIItx.P_ov>
Mr. Michael Garza - City ol'Coppell, Phone: 972-304-3679-, via E-mail: MGarza(c_.ecoppelItx.gov
Mr, Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mfiolmes@tnpinc.coni
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.conri
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
A I I letters and reports are folr the exclusive use of the client to k0oor then are addressed and shall riot be reproduced without the full approval Of GEE C011SUlt,11 Is. Inc -I Ile use of Our IlilolC oltjst
1"Cive Our prior witell approval. Our letters and iepoas apply only to the sample tested and/or observed and are not necessarily indicative of the quamities of apparently identical or S11111[al 1)10(41C[s